compressive zone meaning in Chinese
受压区
Examples
- The following conclusions are reached . ( 1 ) the relative height compressive zone of section or the axial force is bigger , the rotational capacity of the section is weaker
得出了以下主要结论： ( 1 )截面相对受压区高度、截面所受轴力显著地影响预应力框架梁截面的延性。 - ( 3 ) the relative height compressive zone of section greatly influences the redistribution of internal force of the prestressed frames . the total modulation of moment decreases according as the increase of relative height compressive zone of section
随着中支座截面相对受压区高度的增大，次弯矩增大，次弯矩调幅增大，但荷载弯矩调幅以更大的幅度下降，导致总的弯矩调幅下降。 - The new concepts , such as the active supporting coefficient , the coefficient of strength utilization , the coefficient of pretensioned bolt length , the effective compressive zone , the coefficient of pretensioned stress diffusion , the framework and mesh structure of the effective compressive zone , and the critical supporting stiffness were put forward
提出锚杆主动支护系数、强度利用系数、预应力长度系数、有效压应力区、预应力扩散系数、有效压应力区骨架网状结构及临界支护刚度等概念。 - At first , this thesis analyzes the main causes in theory , which have effects on the redistribution of internal force and modulation of moment for the bonded post - tensioned partially prestressed concrete frame ( for short prestressed frame ) , including the relative height of compressive zone of section ( ) , secondary moment and types of load applying . then , this thesis analyzes the test of prestressed frame . then , a method , called curvature - force method , for nonlinear analysis of prestressed frame is put forward
本文首先从理论上分析了影响后张有粘结部分预应力混凝土框架（简称为预应力框架）内力重分布和弯矩调幅的主要因素，即相对受压区高度、次弯矩和加载方式等，并初步分析了两榀只加竖向荷载和两榀既加竖向荷载又加水平荷载的单层单跨预应力框架静力加载的试验。 - The main causes , which have effects on redistribution of internal force in the prestressed frame , including the relative height compressive zone of section , secondary moment and types of load applying are taken into account . the horizontal braces force which results from the tension of the prestressing steel , reduces the pre - compress stress is analyzed
并且探讨了各影响因素对框架梁截面延性的影响和由于柱的抗侧刚度在预应力钢筋张拉时约束梁的轴向变形，从而影响预应力在梁中的建立所造成的梁中轴向预压力的损失。